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HomeMy WebLinkAboutSP201500012 Plan - Other (not approved) Initial Site Plan 2015-08-05VICINITY MAP: 1" = 500' r 40 401. ,. 67-30A 5T•3Dt� 680 �N s' 67;:30 .!f SITE ,Y ,.32 5740 57.42` 67 �^sr�sa ALBEMARLE COUNTY, VIRGINIA INITIAL SITE PLAN (SDP #2014�052) FEBRUARY 17, 2015 pt mimu ,741c - OWL SHEET INDEX: SHEET 2 EXISTING CONDITIONS /DEMOLITION SHEET 3 SITE LAYOUT AND GRADING PLAN SHEET 4 LANDSCAPE PLAN GENERAL CONSTRUCTION NOTES SITE DATA OOOSF PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTrION NOTES FOR SITE PLANS DEVELOPER: MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903 WEEKDAY SATURDAY SATURDAY CONTACT: BILL MCKECHNIE; 434 - 906 -5787 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO, BE PERFORMED AND / OR INSTALLED. UNLESS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING POUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL PEAK HOUR GEN. 9.02 VPH /1 000 SF 94.36 VPD/1 000 SF SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACT'OR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE PROPERTY OWNER: MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903 TOTAL PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. CONTACT: BILL MCKECHNIE; 434 - 906 -5787 44 VPH WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 34 VPH AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D. ©.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL iCONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS TAX MAP / PARCEL #: TAX MAP 57, PARCEL 31A 2. CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF OTHERWISE NOTED. Lu ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS PROPERTY ADDRESS: 4294 THREE NOTCH'D ROAD DUCTILE IRON PIPE MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. EROSION AND SILTATION CONTROL MEASURES SHALL SE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PROPERTY SIZE: 1.387 ACRES 23. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL ZONING: Cl COMMERCIAL V) REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTIL.IZED, SEEDED AND MULCHED. SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS MAGISTERIAL: WHITE HALL MONUMENT FOUND ON -SITE AT ALL TIMES. N /A5. T-1 lE MAXIMUM ALLOWABLE SLOPE IS 2mi (I IORIZONTAL.WERTIeAL). WI !ERE REAseNABLY , INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURBS OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL TO BE ^�Ez.� COMPREHENSIVE PLAN: RURAL AREA 3 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. PROP. STORM DRAIN LINE X TREE TO BE REMOVED DRINKING WATER WATERSHED: 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS SOUTH RIVANNA RESERVIOR 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A [DEVIATION FROM THESE PLANS. THE CONTRACTOR DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. OVERLAY DISTRICTS: FLOOD HAZARD; DAM INUNDATION ZONE STATE); SCENIC BYWAY; ENTRANCE CORRIDOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE (EC) ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, WIND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. TOTAL # OF UNITS / DENSITY: N/A CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 24. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDAR© PROCTOR TEST. 6. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHAUL BE REINFORCED CONCRETE PIPE - CLASS III. DENSITY BONUS FACTORS: NONE 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE -• -•- UTILITY LINE TO BE REMOVED DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATIION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR WV CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENNGINEEP REGARDING EXACT PLACEMENT OF BUILDINGS PART 1926). SPECIAL EXCEPTION REQUESTS: SPECIAL USE PERMIT FOR WATER USAGE IN EXCESS OF 556 GALLONS PER DAY FROM A WELL, ON SITE. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. ALLOWANCE OF Ri= QUIRED LANDSCAPE BUFFER TO BE LOCATED IN RIGHT OF WAY 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER SURVEY SOURCES: ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 (434) 977 -0205 ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. DATUM: VERTICAL NAVD -88. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING BENCHMARK PK NAIL FOUND IN UTILITY POLE HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. ELEV. 503.50 NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE (BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING OF THE BUILDING CONTRACTOR O Tp ENT O LAND-USE BREAKDOWN: F A C % MAINTAIN A CLEAN, ORGANIZED AND AFFE SITE, AND IS THE FINAL AUTHORITY AS TO LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL BUILDINGS; 4,000 0092 ................... 62 % MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE PAVED /GRAVEL AREA: a o I,.__....- __._.. ; -._.. __ .._._......._ ...__.__Y 18,023 0.414 29.8310 NEGLIGENCE OF THE OWNER R EN .. HER OPEN AREA........ 38,39 5 0.881 63.55 °l0 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEMI CLEARLY PRIOR TO COMMENCING GRADING OF THE ITOTAL SITE ACREAGE ........... 0,418 _ 1.387 100% SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING SETBACKS: 30' BUILDING SETBACK ADJACENT TO PUBLIC STREET PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND 10' PARKING SETBACK ADJACENT TO PUBLIC STREET (SEE ATTACHED LETTER) ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REIPAIR AND RESTORATION OF SERVICE. 20' BUFFER ZONE ADJACENT TO RESIDENTIAL MAX. HEIGHT OF STRUCTURE 35' 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHIALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE BUILDING SQUARE FOOTAGE: 4,000 SF WORK SHALL BE BORNE BY THE CONTRACTOR. PROPOSED USE: RESTAURANT 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR RECREATIONAL AREA: N/A CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE (CAREFULLY COORDINATED WITH ALL OTHERS SHARING LANDSCAPE REQUIREMENJTS: LANDSCAPE PLAN PER THE REQUIREMENTS OF SECTION 32.7.9 OF THE COUNTY THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. CODE (SEE SHEET 4) PARKING REQUIREMENITS: 13 PARKING SPACES PER 1,000 SF OF GROSS FLOOR AREA 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL REQUIRED SPACES = 4,000/1,000 X 13 = 52 (3 ADA SPACES REQUIRED - 1 VAN ACCESSIBLE) BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). PROVIDED SPACES = 52 (3 ADA SPACES PROVIDE - 2 VAN ACCESSIBLE) 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL PAVING AND DRAINAGE- RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF I TE TRIP GENERATION VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 17. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A F X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 18. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL V IS REQUIRED IN FRONT FOR WHEEL BEARING.. 19. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 20. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P. ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING. LAND USE CODE 931: QUALITY RESTAURANT (4. OOOSF SURVEYOR'S LEGEND DAY WEEKDAY WEEKDAY SATURDAY SATURDAY SUNDAY SUNDAY TRIP GENERATION RATE 89.95 VPD/I,000 SF PEAK HOUR GEN. 9.02 VPH /1 000 SF 94.36 VPD/1 000 SF PEAK HOUR GEN. 10.82 VPD /1 000 SF 72.16 VPD /1 000 SF PEAK HOUR GEN, 8.38 VPD /1 000 SF TOTAL 360 VPD 36 VPH 380 VPD 44 VPH 288 VPD 34 VPH AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D. ©.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. CO CLEAN OUT OVERHEAD ELECTRIC 21. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVCAS A MINIMUM STANDARDS AND SPECIFICATIIONS SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D. ©.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. BH BORE HOLE GAS LINE GAS TBS 22. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN w BM BENCH MARK PHONE LINE - PHONE- TO BE SAVED TBR 1 AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D. ©.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. CO CLEAN OUT OVERHEAD ELECTRIC TO BE REMOVED Lu ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. DIP DUCTILE IRON PIPE SANITARY SEWER oHe s EX. EXISTING 23. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL E IF SANITARY SEWER MANHOLE IRON FOUND UNDERGROUND ELECTRIC WATER LINE UGE V) SITE ELEMENT TO BE REMOVED SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK THIRD EDITION 1992. _ MONUMENT FOUND EX. STORM DRAIN LINE ==== _ _H20 - - - - - , INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURBS OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL PF PIPE FOUND PROP. STORM DRAIN LINE X TREE TO BE REMOVED UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. PKNS P -K NAIL SET S SIGN 24. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDAR© PROCTOR TEST. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. WM WATER METER -• -•- UTILITY LINE TO BE REMOVED WV WATER VALVE 25. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER 240AK40 = 24" OAK NV/ 40' CANOPY DIA. AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. 0 . i4 v � �m (u i I: 4 � u 4u Cu Lol� �LL I Cr i� an , ranklm 7d Lic. 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AP ` ' -fq / /• �.,.:,;::2,?� °' "'.�,y'Ty.•�.Ys' :�.,.,'7' il+' f 0i�• 00 -R ... 3 - .+',",•..kf'^; -,'+a• Q �'F:. 1 -1gc � � l �. O �'sr �lj; J,��;{,. �::x•7�`' ' +14 "Wall. � � / 18 Y `'''^ a �' � 5 l � _.�:, � T.M.P. 57 -4 2 A % RT.• K ":/iii . / 499594- 1 12 - r :,^ 0 , �RF 4 8.15 FRANK CARR ABELL TRUSTEE / ;., 4 • '. _ STRIPING, /5 "• � �;. ��,: ...; :•rr, H � Y Off t.J l,. fi t ! / P. 500. 499.95 'I �' ` 8 `� :503.1 "`< k.ti.. 4 a D.B. D. B. 2199 PG. 239 Zo T. M . . 57' 31� z ,,' . 7r : / -% ':5og.5s� / z'. 9 // ' / 36 "Elm a 142' R 1 0' + + -' - \ / •� a / 0 STR M `` AGRICULTURAL USE E z Y A B + RA ZONING 486 -� R= 2825.00 A =109. v 1: r / 498,83 AY 116 s1 '" \ ° Y i, f / V yk ;a� ? / 5 2. r 5 487.364- • \�. 21300 J r.�, / / f C.B. ° „� ;; ;. K 9f �' / 0 R r�� 0✓55 8 ~ I ISTING 0 --- Lc09.29 / �� ..4 _:.: Sy...;r / / DIR TIONAL a .57 / -%' 2 SAN. S WER EASEMENT _ ---- 6S1 PARKING LOT g / Jk SIG Np• / 1 ; ' D. . 1364, PG. 1008 EVERGREENS, :a s .0 �� / 18" - ; 4,000 SF a p..,,/i' / 2 "Ash V % 'HT @ INSTA \5 PROPOSED BLDG N68° 3z0'e ._. / �� / 4 9.82 500.38 # (FFE 502.20) ' � g EX. RIP RAP • � . J 9' • ~.,•, 1•�3, _ ' �... _ ... _... .. --'j3) �ILOWERING .1� ` 1 / 18' / 81501.08 �'. w' 494.83 ) I \ . ORNAMENTAL TRF,ES ; <` 499.01 � � 5tU tea` x \\ ' �• • - z 00. � ' 96.33 I �• 8' H IGHT @ IN�A1`1L '` " _ (5) LA GE ST E E,S, -TYP. / 9' -- / ��'''- � -'-.. • • --` '_- - ' "45�' , °= • - , � -"_- - �� ` ,, , ;=;te r_ - __- r • i t, _ __ __ __ _ _ _ ma_ c- _ _- = = _ N - - / -4: :<: wj ,�x .Y '',, .: r L; Y t a ^ • "' >r'` q - 4 r / , - STRIPI d p '"�3 -15/020" . 5 ALIP R 391 99.93 5� PROPOSED . w PUMPED SAN. 5 R 4 ,88 SEWER 5PARKI NG LO 5 ZEE7 TYP. P7 EVERGR O.C. 494.22 5' � NSTA 501.1 EX. STORM gg `'' � -.. - , gDJUST -VD6T Gl}I�RDRAIL 'ds _ #- - �/ 9' m �- - 50i 66- 501.81 494.7 495.53 ` '�Hf1 , $,5 Emb TREATMEN f 6.98 fij .. ',? *" 15' 500.67 R � o1. o� _ _ 5� _ c ,Q °' .��' 1 �" ' EXISTING SAN. SEWER Pq i. • f i 25' R 7 '' ' +��` _ /„ ,� / 3) LARGE STREET TR ES, TY , "CROZET INTERCEPTOR" ® •�, 496.77 `s ��C 501.24 _ / rl (`� 495.44 --._, � -'""- `� r•IC _ _ ,_ �Do � ° / :•x � /' � �I/2" CALIPER N / �_ _� C ; 1••.. 1 j/�' -- _C "„ •s .~ c 1 01.35017 50186 �:\w` - 499.57 I / ' (3) OWERING ORNAM NTAL REFS,YP. T f - I I� ' 8 HEI HT @INSTALL 496.92 ROZE 10.5 49�?39 498.34 - / 25 . „Y, ,.,�` . s 50 .,o: /K \ _'` /` C -a; ;,,,,, , s -•� 3c2.2§„ / ;: °AI �G WALL , cn N 1 49Ei.04 497.84 go�/ `50 I FIG T "t d�,t,;Aa• �� i:�'' - 0 1 RE AIIN 489.05* APpRO�° ,,�, 10.5 498.35 EX. WHITE 499.65 / LINE (4�5MpH� 5 L66Y,r :. rY� «•�,r.R,, ,� -50-2e _ _ we - I Q J . y,, 1 490.07 X. DAM, " - LINE ___ 1z • °'' , w- 1 ,p 'gyp. . - - 1 NUND 6 `" 500.52 n, m t< -* r� s __ _._....._ _ - t 1 . ...____..�..�. i ? I ii ZONE Lll►,® ® EL OW LINE 499.88 ---- '502 5 / 498.49.. TS Y ` 24 01 v� 31�1]X EXISTING _ �\ -,.- - _ 4vy_____ 5 6 _ _- - -..``- RT. -- ENTRANCE \ �" 501.s� \_\ �� 240/250 50307 V S °21;:12" 502.34 �0 T.B.R. 5�3 ° \ .08,,< EX. EOP 1.01 - 503.43 -- , R= 999.60' A= 89.44' \-500- 503.3 "``� 503.86 503.22 15 007'36" ' i cJ SIGHT DISTANCE "502.0 -- ' �- C.B. =N81 °28'00 "W A- / DECISION POINT . S%�: ,� -- __ , ` 502 \ Lc= 89.41' 502.45+ C L � PROPOSED COMMERCIAL ENTRANCE AND EXTENSION OF ®�3 �V'�R ►ABLE 503.88 BM: PK NAIL IN POLE \ S (5) FLOWERI- MG-ORNAMENTAL TREES, TYP. / 50372-x- °�. 8 HEIGHT ° INNSTALL EXISTING RIGHT TURN LANE PER APPROVED SITE PLAN 503,7 EL= 503.50 � (SDP -01 -054 (USGS) 503.44 \ � � U.S. RTE 250 -RIGHT TURN LANE ALREADY INSTALLED- 503.12q _ 46 - --- _ _______- - C/ (VARIABLE RNV 503 ®. _ I - �s0O CHARLOTTESVILLE I i 50,64 \ 1 SCALE: 1" = 20' It i 0 10' 20' 40' 100' O v� �m c cu Ln '> 4_j L�7 � oq 4--J *' Ln s m Ai W � N LL _G � L 'm cz LL = 00 KLTH OF r�r CO� Alan G. Franklin b Lic. No. 35326 � W O W NAL N T_ N r N 0 n (D Z (D V r) / C� G W in Z) _j 0 W _j Q ''� v/ W W w rr^� _j Q D z W U) z O U) W OF 4 TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres O c Site Acreage: (Within Project Limits) 1.387 >v � Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 0.000 tu Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 41 J Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 1.387 Acres 41 W � Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy �6; Al. Basis for Canopy 1.387 Min. Tree Canopy Requirement: 10% (Commercial) c o0 (see Section 32.7.9.9.b) �. Total: 0.139 Acres = 6,042 square feet r�r CO� 485.64* Required Canopy: 6,042 square feet 485.67-x- �" �"" •� Existing Canopy (to remain): 14,500 square feet Add. Proposed Canopy: 4,975 square feet (8 -Large Street Trees @ 450sf /ea. + 11 Ornamental @ 125sf /ea.) �� j 485.44* Total Site Canopy; 19,475 square feet (exceeds Min. Requirement) N 485.69 �k ADDITIONAL REQUIREMENTS: O0 t�v��,0 Landscaping within a Parking Area - Not Applicable due to Existing, Non - comforming Determination M, Cy 5% of Paved Parking & Vehicular Circulation Area: OD.I�Xi '� Q, 485.89* Paved Areas: 18,023 sf (Within Project Limits) N � Required Area of Landscaping : Not Applicable due to Existing, Non - comforming Determination - 10 �\� �\ 485.42 485.77 Proposed Internal Landscaped Area: None PQQ +�� 486.15 \ \ / "RED LINE" ON 2012 OFFICIAL ZONING 486.11 Parking Lot Trees: (Large Deciduous) Q �O NOTE: 486.16 (OD 2012-005, TT ATTACHMENT B) Der°/ ~86'4$593' Total Parking Spaces = 52 P THE ENTIRE PARCEL IS WITHIN THE DAM INUNDATION ZONE / _� ^ Required = Not Applicable due to Existing, Non- comforming Determination 486.75 _ / Provided = Not Applicable due to Existing, Non- comforming Determination 486.71 # ��-- /rte °•.. ; � '\ Street Trees along Route 240: (Large Deciduous) , �//�/:��� \\ \ 48536- ! / 175 LF of Plantable Frontage @1 Tree /35 LF (ARB) = 5 Required f 486.80- T.M.P. 57 -30E / /�--' .!� \\\�\.\ \ �� 486.06 487.0y+ / /� /� Provided = 5 Large Deciduous Trees along Route 240 PA'S HILL FARM LLC x-14, OF EXISTIN / /,,• �� \�\ ` / 487.03 i9 D.B. 2919, PG. 153 AN PYTO REM�9rIN / /� // \ \\ `_ %- \ l _ / 0 //�/ j/ / /• Street Trees along oute 680: (Large Deciduous AGRICULTURAL USE / / // \ / . . , • 487 - ` 9 ( 9 ) /- / / • • \\ -__ -= �\ -1 Iles, \ 487.37 100 LF of Plantable Frontage 1 Tree /35 LF ARB 3 Required �\ RA ZONING 487.14A -RE// OF <25% / .: ``` `�`\ - �' ~- 488 9 @ ( ) = q .-'� .�/ , . . • ' l�. ' • � , • - .- .'-'•-- ~\," --~= \ •. 487.24 �- Provided = 3 Large Deciduous Trees along Route 680 SLOPES, TyP. �c9� 487.06+ 487.94�k / / /' l�a�/ •'� `'• '�""•,�"--' - -'`\ \ ,• /� -- / J / �� •' /• / �•. 483.94 ' AREA OF <25% �• �$ . : *` / - - a SLOPES TYP. �•: \\ \\ \\ % /, ; -0 -Ir- .2 / ✓ /�� t;.c;' _� __ �_- -482 7 r ;'�' j/ lI 487.37# J ;r., 10' \ ., / \� \ \\ \--- /! / c�3 _--_ - 480 \ \ \\ ® __-. j/ ..:.'• S• 4, ._ - --- ..: ��•�, "`` ` �`._...� 1 rte^'- _! r -.- -• 487.79 -��- • �.•: ..... �•:.,• >�.i.,.:.:, / • : ,f "' ' ry '-484 -� - 487.38* ---- 8 8 . -' ° - / 4 a LIMITS OF U� KING 478 /�• �'Yi .,�.Is�• 'S. .�rr,�,:;•a'+'s S' ';••c.. "•,S ?r.,.�y • E CREEK • • _.._• PARKING, TYP. r.. xr`` -'.:.•..�, , a :. ,,� / r L Y- Y. a- aT•^ •'t .it, 4a 1',` ^ J 4,.i, • • / •'.e' . L`` ^.>,�z r?,sttl,w r.•.?- :Ji'.`'.. <e`•: ' ? -r. t 't"." " �'^�••,SLy ���� CONC. WHEEL ; 487.32 / // ,y,; rq� �. ` : _cp A� .,:� >' � `t t Double CONC. DUMIIPSTER � STOPS TYR:-. .r; ~ / • `�\ \ \ _ ..,., h,',•�''ti, ®,. PAD & ENCLOSURE rr ��30"Syc.. elns..:�'; I /// ��• ;,:.: ,, S89°0 '1 "E 300.00' =i: ' }``- : -: ,,:-.• ; -:. ON EX. GRADES / T.M.P. 57 -57 487.67- 487.T6 / .; . r ,�, '" - - r- +i..`•: i , • -/:: y: `• -r• sh •'>, .ij?::;i ^, `r ^v'.Y? 'ir,• _ o -- / : e8 "As = •,4;.-- '•,.....' EL TA CHI AR L >� %:r:• =.;;'� 1:: .. .,;;;,��.. :,:• � \�• --., qg� - -- GEORGE K. NOTEMAN / // / /7/ / r -vr r} M,} } 't "'a :° � :4 4i•' /y Y it' ^ 488.99 \ \ma y. _U l '_"``/ /' -x.� ^* ••:1c. : {..7.•µ4v ?ai" ry -e'' 'G'' 0 IJ '. ?:7'L' _ ';,., • f' Y' � / E _ -- n 3 63 G. 453 , ;;�. •�;., ° ��;' •r �': S .;.,° _ ..,• ;- 1, -- AGRICULTURAL USE RA / / :n. 'k!' ,;fib 4. ti 'a.�'. ^,• •,�4i _/ / '!!•. :Z. tiF,.V' ..b '• ..1.••. • . „4 :r�r.'. :^,'71•'4 T, .Y�"`n , D \ t`°; .'i ` t .. /r• . �,• .,- +..a.' - a •x- 'iyao-'%•�,. , .:.yi r " V 9 ' �f' °s .•'c'r 4 P ZONING s x,µ •i .w ! r'L .:v M 4 ,._ i \ S � y _- Aii: s,� • ' .,,v`.pa. °'a` ..:•i \ ". "r ...�!+.. :y, . ..i`i..:... ' i .. �„ .. / R - � - - ?�+�• -"*' ,� ,x l ,i�::'a� ,..w'�.. _.^,+' 489.34 / f 488 '4'.J i / A. '!: Y..: +.rt "-�� `T'- `. -��+• / / i i< .i. '> ��~ -i .-apt L. ..ter..::. // 4 7.72 i :a• . 4 t :J - f . •t'Y '•N t .y• '1 / ii -.•. • C..7e 487. 76 I 't -' � ::: , ��. , ,`�J.a•e yo- 88 '•i. .13/ 3 f / \ L i•• T~ • •kM• Y _ 4a' K r'•r M . 1:r .xy} L Y t. Tt�:' _ 486.97 .t. �• t 487.67 =A� - •�;''- , / 4 8.11 .._. --•- aV� �,:.� -'..•�:. :rr A 8 •�. t :C -h A �r v 'Y t.j r :,Gi } TOR lye 34 CD r r :.t.. Rw4,, "r •` Y. 1 / ,' • r a• `•s x.. .4 M A 4 t57 -f Z 4 k- N 489 ._ ----- ._--- _._.i ',' -L,:• ,` `��• ,/� ;;:: Arkin 488 .-- / / / • / � ,,, ' >' - �'?v k ` � '•� ' ,~_ • .. � 490.74 __-- -•- -� 3`I �'�;: � APP � °F� / orr / 6��G / • >�; °:z.• ;t4" �, j'` M1'` T.M.P. 57 -452 - Z�►J�A / / •� y�. '• :�" 'w Y 499.59 STRIPING 54 ,.12 ° OHS .. 48.15 C RR ABELL, TRUSTEE + _ �, R \ / FRANK A ....................... ,(' : `^ ; :"/ J: 50 499 95 4 .4 T. M " 5'T_3 I D.B. 2199, PG. 239 ;: • 6, } 5aoa9� - AGRICULTURAL v \ / / 1�STRE M B + = ` : - USE - - � "'•'�`�' f � =� s / RA ZONING 48 \ R= 2825.00' A -109. gy/ 6 --- .*: / 498.83 -}- .61 ,. 5 o r rr Q s +°,` J + ! ,.r 487.36 T // ISTING 20 SAN. C.B.i°4 " 0 U -- \ DIR TIONAL 0 55 r -"' Lc_4419.29' �� /• `.: . f p 499.57 ';' :` S WER EASEMENT \ ---- ---- / ,S/�• PARKING LOT, h SIG / \ 'J -'. \ \ g 1� / 1 , • D. .1364, PG. 1008 EVERGREEN SH i C / J / ' ; 4,000 SF >:�" _ / 2 "Ash HT @ INSTA / /� / 4 9.82 \5 PROPOSED BLDG j. I '� i.yt p /� 5oo.3s C1 (FFE 502.20).,.'''; 32 �2,� \ \ •' � • • . �---- _____ -�� /' LDIIV s :: �- ` � � I� � �. � ®° '44, `e �.� ::� I / � \ /: 9 EX. RIP J • ��3A \ •.. _ ... _ • • • -i3) h1LOWERING / ''`'" / / 494.83 co - .� '' ♦ ' ' /� ORMAMENTAL TRF�E� 499.°1 ��r' +� �1 ' ^;` r / \\ , a 00.71- i 5Ci"%i % ' 96.33 I / 8 H IGHT @ IN /L Jam` _ %� ((5) LA GE ST E T E, / Y ���' �••_... �P� / _:,.T; y // - _ 499.93# 49 7 � -1/2" ALIP R / 1ss 5 w- "IT -4Z zE� •= ' `�'-• .� �'° ',•" s •r <f" / � r` \ �� % \ , PROPOSED _ ' ... .. ?::'>. - /yQ / PUMPED SAN. _--' _ .• '_.-- ► --"-� <:..:. ter' / /® / Y {Y .:e• `C '� / 48 .88* /• V % _`_i0+C7JUS : . .= - -- _ -� `,' .'• ; - f ! STRIPI 500.78* 50108' SEWER SCI Q� _ - -_-- -_ _ --- _ 'y' : r : r •x .1 PARKING LO _''\` 45-� �� �,y - - ---- ____ ---- _ f • :. �� ;" �;c,•::�: °`� � 9 y t0' EVERGR / 494.22 P -- -- r;,t� - I / 1 � � NS TA 5011 5 84 EX. STORM A(��5 - __- q,WUST VD T GV4RDRAIL s,; � 500 _ �� 1, �// M'`" � � , N /• 494.7 b �y��/�)C�L� _ iND TREATM T s,9s- M; ,ti. -� - 500.67 1.81 / J� _ Q tN''' --=� 495.53 4 -�'N '� 9 i / \ EXISTING SAN. SEWER s / _ (�3) LARGE STREET TR ES, TY ` "CROZET INTERCEPTOR" 495.44, os .9`10/ ..__,.. 0 _ 501.24 s•" 4 t!N ® � 496.77 --' ---- --_. _._-- -'' �._ _ -,' '�.. -�° � � ":`"�� � / I ' 3- /2" CALIPER � I' / 01.35 - _ 50186 ;.;.*,, 499.57 I / (3) OWERING ORNAM NTAL REES, �YP. CROZET 10.5' 497 5`9 - f _ ._ 9 _ n ;,�' � - k I 8' HEIGHT @INSTALL 496.92 � 9s 3 _ °ire ry% ",,',� ; %a ; / .�w`a G WALL , cn 495.04 497.84 gg/ _ _ 50 I I-1" T LINE (4:5M' ��,;r,,; ,; �• �� ,.r�- - ' - well o (T E AIN 489.05 APp ® 10.5 EX. WHITE 499.65 i H) 5 1.65 490.07 �, ROX, VAMI UNpA 6 498.35 OUBL LINE fig- / 500.52 / % e,,i 9" .0 •`r;4 +-.r� - ....._ w: .9 K7�} t� - -' , �.• / rg l l .1 1 a..e , ZONE 11114 S °®, EL OW LINE 499.ss _ --x102 498.4 L. 250' ��UT EXISTING y 24�` - ` `+'N / g' ► / 01 X RT. 240 - - ENTRANCE \ '� 501.6 2$ 503.07 �-- S� 502.34 ~- �,0 -� T.B.R. 5p3 �- - ° \ .08' \� - - ' / C, EX. EOP 1.01 -` - 503.43 _ R= 999.60'A= 89.44' --/ /- ---___ w 503.3 - 503.22 '`� 15 °07'36" 500-- - Cj SIGHT DISTANCE ® i5o3ss ° \` - / 502.0, -�!_ \ C.B. =N81 28 00 W --_, DECISION POINT ST. RTE _^ 5029'��.. Lc= 89.41' 502.45+ -�° 503.1 NAI�I,gB1E 24O 5°3ss \ OF ®^ RNV BM: PK NAIL IN POLE \ s (5) FLOWERIKG-QRNAMENTAL TREES, TYR / PROPOSED COMMERCIAL ENTRANCE AND EXTENSION -� � 503.72- � 8 HEIGHT IIWSTALL EXISTING RIGHT TURN LANE PER APPROVED SITE PLAN 503.7 EL= 503.50 @ / (SDP -01 -054) (USGS) 503.49 '1 � U.S. RTE 250 -RIGHT TURN ILANE ALREADY INSTALLED- 503.12 - - ' (VARIABLE RI 50346 -- - _ � ' I CHARLOTTESVILLE 50.64 \ " SCALE: 1" = 20' i 0 10' 20' 40' 100' O c >v � = d tu 41 J i 41 W � � s � �6; U 4A� a LL c o0 � ,LTH OF r�r CO� Alan G. Franklin 7d Lic. No. 35326 W o W •c�'J,s j o NAL LO T_ N r N O (D z z LLJ W > W J U Q G W m UJ CL W J Z Q U) U W U) W ~ Q'' U) ^: vJ GE J = < P: � U z _ CW G U) z O U) W In OF 4